Aug 2026· Journal of Physics, Conference Series· Vol 3304· 0 citations· 6 references
Physics
Abstract
Fine-particle transport in granular beds is strongly governed by pore connectivity and local flow channels. In this paper, the migration characteristics of fine-particle groups in three ordered granular beds are investigated, including square, 45° inclined square, and equilateral triangular arrays. A two-dimensional pore-scale numerical model is constructed with identical porosity, particle properties, and inlet velocity. The temporal distribution of fine particles, penetration ratio, mean particle position, and pressure-drop evolution are compared. The results show that the three structures lead to different preferential transport paths and clogging responses. In the early stage, particles stay near the inlet, and penetration remains close to zero. After entering the bed, particles migrate downward along local channels and accumulate near the outlet. At 2.00 s, the equilateral triangular structure gives the highest penetration ratio (about 0.87), followed by the 45° inclined square structure (about 0.78) and the square structure (about 0.69). The 45° inclined square bed shows the highest initial pressure-drop peak, whereas the square bed maintains the highest late-stage pressure drop. These results indicate that granular-bed arrangement is a key factor controlling particle penetration, retention, and clogging.
Landslide-induced waves are primarily controlled by granular dynamics during landslide–water impact. While particle size, velocity, and volume are recognized influences, the role of internal grain arrangement and segregation remains less clear. This study employs a coupled CFD-DEM model to investigate how vertical perm...
Qian Ma, Peng-Yu Zhou, Hong-Cheng Xue et al.· Journal of Marine Science an...· 0 citations
During the formation of cavities through water dissolution in salt cavern storage facilities or during gas injection and production operations, insoluble particles in the interlayers may detach from the surrounding rock and collapse, thereby causing significant changes in the flow patterns of brine and gas within the c...
The settling behavior of irregular particles in a confined space is critical to chemical engineering applications but remains incompletely understood due to the coupled effects of particle morphology and wall confinement. A two-dimensional coupled particle dynamics-lattice Boltzmann model for the gas–liquid–solid flow...
Bao-Cang Ma, Yu-Mei Yong, Wei-Dong Bi et al.· The Physics of Fluids· 0 citations
The coefficient of earth pressure at rest (
K
0
) is a fundamental parameter in geotechnical analysis and design. Its evolution under repeated loading remains inadequately understood, particularly concerning the effects of particle shape. This study systematically investigates the combined influence of particle...
Kangle Zuo, Jun Yang· Acta Geotechnica· 0 citations
Understanding the microstructural evolution of granular soils under different loading conditions is essential for linking grain-scale mechanisms to macroscopic behavior. This study introduces a combined discrete element method and image analysis framework to investigate the evolution of pore space characteristics in...
S. Mufti, M. S. Negi, Mousumi Mukherjee et al.· Journal of engineering mecha...· 1 citation
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